Local Softening Characteristic of Soft Clay Subjected to Dynamic Loading Under Low Confining Pressure

Author:

Lin Peng,Jiao Shanbo,Garg Ankit,Ganesan Suriya,Yadav Jitendra Singh

Publisher

Springer Science and Business Media LLC

Subject

Geology,Soil Science,Geotechnical Engineering and Engineering Geology,Architecture

Reference25 articles.

1. Ansal AM, Erken A (2008) Undrained behavior of clay under cyclic shear stresses. J Geotech Eng 115:968–983. https://doi.org/10.1061/(asce)0733-9410(1989)115:7(968)

2. Cai Y, Cao XW (1996) Study of the critical dynamic stress and permanent strain of the subgrade-soil under the repeated load. J Southwest Jiao-tong Univ 1(31):1–5

3. Chen Y-L, Ni J, Geng X-Y et al (2014) Model of soft soils under cyclic loading. Int J Geomech. https://doi.org/10.1061/(asce)gm.1943-5622.0000411

4. Cun H, Liu H, Huang W (2012) Damage boundary model considering softening ofsaturated clays under cyclic loading. Rock Soil Mech 33:144–151

5. Desai CS (2010) Constitutive modeling and computer methods in geotechnical engineering. Acta Geotech Slov 7:5–29

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